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<br />Note: FOR COMPOSITE PANELS USE Ii 10 SMS IN <br />LIEU OF Ii 8SMS <br /> <br />1i8Xlll SMS @ EACH RJSER <br />&. CAULK AT EACH RIB <br /> <br />.040THJCK EXTRUDED OR <br />BRAKE FORMED HEADER <br /> <br />CONNECT ROOF PANELS TO <br />BEAM Wf(4) nX112 SMS &. <br />3/1 DI.A X .016 WASHER <br />EACH 12" PANEL <br /> <br />3. N8XII2 SMS EACH -/ <br />12"PANEL AS AN / <br />AI.. TERN A TE <br />CONVERTION FOR <br />MASONRY WALLS <br /> <br /> <br />1.3/1 THRU BOLT OR <br />2.1/4 TKRU BOLTS <br /> <br /> <br />1/4" PER FT MJN PITCH <br /> <br />CENTER KNOTCH <br />JXJ POST FOR <br />2X 5MB <br /> <br />1/4 XI 1/4" DRlYE PIN FOR CONCRETE WALLS <br />OR Ii I 0X2" \lID SCREW INTO WOOD STUD PLATE <br />OR FASCLA@ 12" OC <br /> <br />IS. MAX <br /> <br />CASTrNG fNSE~ MAY <br />REPLA CE ANGLES <br /> <br /> <br />6X6 10/10 WW MESH <br />rN 3 112" MIN CONCRETE <br /> <br />FINISHED GRADE <br /> <br />~ <br /> <br />8" <br /> <br />6 MILL VISQlfEEN ON <br />WELL COMPACTED <br />CLEAN FILL <br /> <br />12" <br /> <br />THlCK.ENED SLAB (AITACHED CARPORTS ONLY) <br />NOT REQUIRED IF CAAP.QRT AREA IS 400 SQ IT OR LESS <br /> <br />IJ I rhtl1lf7JD <br />loA ?(b7 <br />